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I _L'I. __-a� 4�.L II �,�.. n.•. is x 3 1 1 �� _ . �LN ( �1 E I I L!L <br />SEE ELEV. BLOGIC WALL BEYOND <br />(TYP) FOR SLOPE PRE-ENGINEERED WOOD TRUSSES coD 24'' O/C <br />- _ EXPANSION JOINT <br />_ UPLIFT CONNECTOR (SEE SCHEDULE) <br />O.H.D. RECESS <br />DOUBLE 2"x4" TOP PLATE <br />i <br />.. <br />2"x4" #2 5YP STUDS c� f6" <br />RICK T A R <br />I <br />1 <br />5/5" CID/ R Ic/52" 05B SHEIJ <br />FASTENED TO TRUSSES WITH ad <br />COMMON WIRE NAILS @ 4"O/G <br />BOUNDARIES&" O/G EDGES B 5" O/G <br />FIELD <br />/ <br />/ (2) #5 CONT. <br />1 <br />B' AA OCR. r�,F-55 <br />S3 <br />\, �\ SCALE: N.T.S. <br />SIMP50N 5P4 @ EA. STUD ATTACH WINDOW FLANGE/FRAME TO BUGK5 PRE -CAST <br />2"x P.T. PLATE --- - - \ -MAIN SPAN ROOF TRUSS WITH MIN #bx2%' WOOD SGREW (� 5" O.C. OR LINTLE OR <br />AS REQUIREBINOMANUFACTURER TO CONCRETE TIE <br />DY WDMANUFACTURER <br />1/2 "l) WEDGE TYPE ANCHOR - MEET REQUIRED WIND PRESSURES. BEAM <br />BOLT @ 24'' O.G. W/4" MIN. \ <br />UPLIF-T CONNECTOR <br />EMBEDMENT <br />(SEE SCHEDULE) <br />5"X8"XIb" K.O. BLOCK W/ 1 #5 GONT.- <br />AND FILLED W/ 2500 PSI CONCRETE <br />1 #5 VERT. IN GONG. FILLED CELL <br />W/ STD. 10° HOOK IN K.O. BLOCK <br />SCALE: N.T.S. <br />"X" BRACE SEE DETAIL CONTINUOUS BOTTOM CORD <br />SCALE: N.T.S. <br />TYPICAL HUS INSTALLATION <br />TYPICAL META / HETA INSTALLATION <br />2"x BUILT-UP COLUMN <br />FILL EVERY NAIL <br />HOLE W/ Ibd NAILS <br />5/5"'Dxb" "J" BOLT OR <br />5/5"d WEDGE ANCHOR <br />W/ MIN. 5" EMBEDMENT <br />WINDOW A5 SCHEDULED <br />PRE -CAST GONG. SILL <br />TYPICAL G.M.U. <br />I� l <br />2"x PT WINDOW BUCK (150 MPH WIND) <br />I"x PT WINDOW BUGK (, 120 MPH WIND) <br />SEE ATTACHMENT DETAIL THIS SHEET <br />C <br />S3 SCALE: N.T.S. <br />PRECAST LINTEL (W/(I) <br />#5 CONT. FOR OPENING5 <br />GREATER THAN 6'-0" SEE <br />PLANS FOR ADDITIONAL <br />_ REQUIRED REINFORCEMENT. <br />WINDOW BUCK <br />- - --ALUMINUM WINDOW <br />CAULK cs)EA. WINDOW <br />' PRECAST GONG. SILL <br />. <br />2X4 MIN PT BUCKS .: . <br />ATTACHED TO MASONRY W/ <br />1j"cPx2i' " MIN. EMBEDED TAPGON <br />O MASONRY SCREWS AT 5" O.G. <br />OPENING <br />�> MAX AND AT 4" FROM <br />CORNERS. SET 5UGK5 IN <br />CON7NUOU5 SEALANT BED <br />w _ <br />(, S3 SCALE: N.T.S. S3 ./ SCALE. N.T.S. <br /><t _ <br />ill <br />-- <br />LE END BRAG I NG <br />4'-0" O/G MAX FOR <br />FIRST (4) ROWS OF TRUSSES <br />(2) 2"x 4" BRACING n 32" O-G. <br />SEE DETAILS. <br />SIMPSON T <br />(4) 1/4" x <br />CONS INTC <br />RETI <br />TYPICAL HTS IN57ALLA71ON <br />GIRDER TRUSS <br />SIMPSON HTT TYP. 1 <br />---PILL EVERY <br />NAIL HOLE <br />W/I&d NAILS <br />---X TOP PLATE <br />3/4"cP THRU <br />BOLT - <br />51 MPSON HI <br />'ILL EVERY <br />JAIL HOLE <br />V/Ibd NAILS <br />2 X B.U.G <br />TYPICAL SIMPSON STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL <br />'M 7*rF"1C.AL-- ANCHOR :;�E7AIL5 <br />S3 SCALE: N.T.S. <br />6X6 &AX&A WWF —,,-ALUM. <br />M BYREEENERS <br />OR FI5ERME5H PATIO <br />GRADE <br />1/ 7.. IX—Cl <br />4„ (1) #5 CONT. <br />S3 SCALE: N.T.S. <br />TRUSSES--_ SEE UPLIFT SCHEDULE <br />�J _ _ --- TOP COURSE <br />5"XS"X16" GONG. <br />K.O. BLOCK W/ <br />IXb PTPOURED CONE. & <br />- ' 1-#5 REINF. CONT. <br />- PRECAST GONG. <br />LINTEL W/ <br />REINFORCING <br />TEMPERED _ �= DOOR TRACK <br />GLASS (SEE FLOOR PLAN) <br />4" CONCRETE SLAB W/ NOTE: <br />6"x 6" W1.4W1.4 WWF US£ GLEAN, POISONED AND <br />COMPACTED SOIL TO BE <br />COMPACTED TO c3596 <br />MODIFIED PROCTOR ASTM <br />D 155-7 <br />SET TRACK IN <br />A FULL BED <br />OF CAULK <br />I N L-A55 <br />H S 71CN <br />S3 SCALE: N.T.S. <br />-- "'-(GATES <br />= PLYWOOD <br />X = IOd COMMONS OR 5d RING SHHNK �a 4O.C. ON EACH SHEET OF PLYWOOD <br />O = IOd COMMONS OR bd RING SHANK C-a 6O.S. ON EACH SHEET OF PLYWOOD <br />[� = lOd COMMONS OR 5d RING 5HANK c�,b°O.G. ON EACH SHEET OF PLYWOOD <br />J <br />S3 SCALE: N.T.S. <br />RIDGE LINE <br />j \ - RIDGE LINE <br />`j\• <br />i? <br />•lit .' .'�av <br />.i. <br />NOTE: INSET TRACK <br />FROM OUTSIDE FACE <br />OF BLDGK <br />(2) #5 CONT. <br />FASTNER <br />SPACING ( INGH£5) <br />A,B <br />PANEL <br />SPAN <br />4 FEET <br />SPAN <br />6 FEET <br />SPAN <br />r-_ ^� <br />A <br />1� <br />4 ('GET <br />b FEET <br />8 FEET <br />NO. 5 WOOD SGREW BASED <br />ANCHOR WITH 2 INCH <br />EMBEDMENT LENGHT <br />(� <br />J <br />NO. 10 WOOD SCREW BA5ED <br />ANCHOR WITH 2 INCH <br />EMBEDMENT LENGHT <br />— <br />�I/4 INCH LAG SCREW BA51GD <br />ANCHOR WITH 2 INCH <br />EMBEDMENT LENGHT <br />(C <br />1) FASTENER SIZE - 1 INCH DIAMETER <br />2) FASTENER LENGTH - MUST GO 2 INCHES DEEP INTO THE WALL <br />3) FASTENER SPACING - NO MORE THAN Ib INCHES APART <br />4) FASTENERS - MUST BE VIBRATION- RESISTANT $ PERMANENTLY INSTALLED <br />5) - FA5TENER5 - MUST BE CORROSION RE51STANT <br />I/�+"ANCHORS <br />PERMANENTLY <br />INSTALLED <br />Q O <br />0 <br />O <br />O <br />O <br />O <br />O <br />O_...._ <br />.......__ _ _ _._ <br />O <br />PLYWOOD PANEL <br />PLYWOOD HURRICANE PANELS <br />PLYWOOD HURRICANE PANELS <br />WOOD 57RUGTURAL PANELS WITH A MINIMUM THICKNESS OF -f/I&" <br />INCH AND A MAXIMUM SPAN OF 0 FEET SHALL BE PERMITTED <br />FOR OPENING PROTECTION IN ONE AND TWO STORY 51)I1-DIN65. <br />PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE <br />WINDDW OPENINC75 WITH ATTACHMENT HARDWARE PERMANENTLY <br />INSTALLED ON THE BUILDING. THE PANELS MUST LAP OVER THE <br />SIDES OF THE WALL AT LE-57 3 INCHES. DO NOT FIT THE <br />SHUTTERS INSIDE THE OPENING. <br />I_ HURIRICANE FAS)7ENF= <br />S3 SCALE: N.T.S. <br />20" MIN. LAP <br />--#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />25" MIN. LAP <br />#5 REINFORCING BAR <br />05 LAP SPLICE <br />l Rau w56" MIN. LAP <br />, <br />#b REINFORCING BAR <br />mG LAP 5PL ICE <br />#5 RE I NFORG I NG BAR <br />RADIUS- <br />\ <br />Ic>" <br />1 #5 5iAIL. • �1�° <br />SCALE: N.T.S. <br />CONT. #5 <br />eGWEDUL-E- 14a rrph ZONE (1-IAX) <br />ad RING SHANK OR IOd COMMON NAILS (y 4" O/C bd COMMON NAILS ce) b" O/C <br />@ GABLE CND WALL OR OR BUILDING END ZONE bd COMMON NAILS cn 12" O/G <br />L , ' I ' [— (INTERMEDIATE) <br />N' S -A7� 1 N NA 1 l- FA77 RN5 <br />SCALE: N.T.S. <br />+T. <br />f- <br />} <br />- r <br />2"x 4" COLUMNSW W/ (1) RO <br />2"x bW " OR 2"x 5" COLUMNS W/ (2) ROWS <br />OF STAGGERED 16d COMMON WIRE- NAILS <br />OF STAGGERED Ibd COMMON WIRE NAIL5 <br />(D = C.162", L = 3 1/2") <br />(D = 0.162", L = 5 1/2") <br />NOTES: 1) ADJACENT NAIL5 ARE DRIVEN FROM <br />4) FOR 4-PLY, PROVIDE 1/4" DIA. <br />OPPOSITE SIDES OF THE COLUMN <br />x 5 1/2" LAG 5GREW5 OR EQUAL <br />2) ALL NAILS PENETRATE AT LEAST 5/4 <br />(SPACE AS SHOWN FOR 3-PLY) <br />LAMINATIONKNESS OF THE LAST <br />5) FOR 5-PLY, PROVIDE 1/4" DIA, <br />5) FOR 5-PLY, COLUMN SHALL BE <br />x 7" LAG 5GREW5 OR EQUAL <br />(SPADE AS SHOWN FOR 3-PLY) <br />NAILED AS 5HOWN FROM EACH SIDE <br />(ONE INTO EACH OUTSIDE FACE OF <br />6,) REFER TO NDS SECTION t5.3 <br />B.U.G., SAME NUMBER OF ROWS, <br />FOR ADDITIDNAL INFORMATION <br />SAME SPACING) <br />�A�< F057 <br />NA I �- I NC�p :�7A I L <br />L/._L1 <br />�.._ TOP <br />OF BOND BEAM 57EF <br />' p �° A5 0NR"T' ^ALL 57 <br />S3 SCALE: N.T.S. <br />SCALE: N.T.S. <br />INT. HEADER SCHEDULE <br />OPENING <br />HEADER <br />UP TO 3'-4" <br />3'-5" TO 5'-4" <br />(2) 2" XS" <br />5'-5" TO 5'-6" <br />(2) 2" X 10" <br />TO 12'-&" <br />(2) 2" X12" <br />L)F I F7 <br />CCNNEC71 ON5 A7 <br />P � LCA� <br />F N <br />S3� SCALE: N.T.S. <br />FDJ ENGINEERING AND DE516N, <br />LLG <br />CERT. OF AUTHORIZATION # 50%b <br />FRANKCMEN640M <br />ENGINEERING GERTIFIGATIGATION <br />1 HEREBY CERTIFY THAT I HAY REVIEWED THE <br />ATTACHED DE51GN AND FOU IT TO BE <br />COMPLIANCE WITH THE FLORI ILDIN CODE <br />TTH EDITION (2020) - RESIDEN I/y��\\l <br />THI5 DRAWING AND DESIGN I YAL OR 12 <br />MONTHS AFTER THE DATE IT 15 51 D <br />5EALED <br />THI5 DRAWING AND DESIGN 15 916NFP AND <br />SEALED FOR RUCTURAL ENGINEERING ONLY. <br />FRANK A DEJ05E PE <br />FL PE #15559 <br />O <br />l(i <br />W <br />Q <br />}. <br />W <br />�Q <br />Q <br />lid <br />� <br />w <br />QL <br />W <br />Q <br />W <br />m <br />Z <br />itu <br />OL <br />L,u'1 <br />Lu <br />LU <br />DL <br />LU <br />LN <br />V I <br />^� <br />V <br />u- <br />PROVIDED BY: <br />2721 Agnes St <br />Tampa FL 33619 <br />813 313 0045 <br />LL <br />�1 <br />I 1� <br />11� 1 <br />4� li <br />DATE: <br />11/17/2021 <br />SCALE: <br />SHEET: <br />5-2 <br />